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1 Ocean Land SurveyV y • - - -• '' • ' ••-•- •, •.... •�. .... ..vv v v ,i vv � *19,3,71 L ' , 'EXAM, V 1 I I\, YYLLLIIV V I VIV, (FORMERLY REGISTERED LAND SURVEYOR NO. 179, ON SEPTEMBER 29, 1937, EXAMINED AND APPROVED ANGLE POINT OPPOSITE R-52 BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY II BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM FOUND M836A2 & (N89'07'06"E 58.15' FIELD) FOUND NAIL & EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE PLATE, (L8 1048) 24" SANITARY SEWER j OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT DISK REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE S.05'54'10"E„ ALONG 1 E 71.1 4' FIELD) N89°06'50"E 58.19' _ _ WOOD THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF N83'21'2 „ _ N 217861.3 83°24, 50"E 71.10 1 i STOP SI OWER POLE — w 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC E FOUND 1 ,3 — BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE FOUND 1/2" IRON I FOLLOWING EIGHT COURSES: 1) 3.62'27'04"E. A DISTANCE OF 29.18 FEET; 2) WOOD PIPE, (LB 1048) Guy WIRE: �_-- —p pHE N,89'24'50"E. A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE POWER POLE - �'- 2 pH t,o' WALL CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE p (50+) BELL SOUTH ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD N I BEARING OF S.68'24'32"E. AND A CHORD DISTANCE OF 50.76 FEET TO A NON -TANGENT END CONCRETE PAD 5 - I -_ __.-- -- III �s� OF SAID CURVE; 4) N.89'24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS d�. - ESTABLISHED BY THE AFOREMENTIONED_ I. R. WELLINGTON SURVEY. A DISTANCE- --- -- - - E� OF Z 1SZ- - I ��� FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET; 5) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.52'36'25"E. AND A CHORD DISTANCE OF 22.77 _ FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89'24'50"E. A DISTANCE OF 26.04 _ - - - upHT�. POLE _. FEET; 7) S,00'35'10"E. A DISTANCE OF 4,00 FEET; 8) N.89'24'50"E. A DISTANCE OF 120.54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N,02'18'03"W., _ - ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34,17 .FEET TO ANGLE POINT NO. 37; I THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04'38'30"W. A DISTANCE OF 254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY T_...--------�- �`L_OT LINE OF AHERN STREET; THENCE 5.83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY LOT 50 - I LINE OF AHERN STREET, A DISTANCE OF 72.16 FEET TO A RECENTLY CREATED JOG IN SAID RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING THREE COURSES: 1) N.04'42'12"W, A DISTANCE OF 10.15 FEET; 2) 3.83'24'50"W, A DISTANCE OF 50,55 FEET; 3) 5.52.28'26"W, A DISTANCE OF 19,73 FEET TO A POINT ON rte, THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE 1 35+ 2 �s S.83'24'50"W. A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID I s�RIGHT-OF-WAY LINE; THENCE N.05'54'10"W. A DISTANCE OF 18.00 FEET; THENCE J S.83'24'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN C STREET, A DISTANCE OF 150.00 FEET 70 THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY y ILINE OF OCEAN BOULEVARD; THENCE S,05'54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY 0 a I --- -''`9 _ I C LINE, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING, i m I �` „ _. (.4 t n �! . xc.A Co 1 O C v----..�_o- IM ""'__- N PARCEL "TWO" --- O ALL OF LOTS 1, 2, 10 AND 11, TOGETHER WITH A PART OF LOTS 3 AND 9, BLOCK 33; TOGETHER WITH A PART OF AHERN STREET, ALL IN PLAT N0, 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 59 OF THE CURRENT PUBLIC RECORDS 0 3 OF DUVAL COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A z l_ 24" SANITARY SEWER t' POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE Lr t N,05'54'10"W., ALONG THE WESTERLY LINE OF SAID LOTS 1 AND 11, A DISTANCE OF 256.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 11; THENCE N.83'24'50"E., ALONG THE NORTI4 L,lNE OF SAID LOTS 10 AND 11, A DISTANCE OF 71.10 FEET TO AN ANGLE POINT IN THE NORTH LINE OF SAID LOT 10; THENCE N.89'06'50"E., ALONG THE NORTHERLY LINE o O-^ A DISTANCE OF 58.19 FEET; THENCE 3.06'35'10"E., ALONG A LINE o m OF LOTS 9 AND 10, v 12 - I ry 15 FEET WESTERLY OF AND PARALLEL WITH THE EAST LINE OF SAID LOTS 3 AND 9 AND ITS WOOD _._� IGHT POLE i Q o ..._-fin --1 � POWER POLE I ' a O I D.N.R. MONUMENT NO. 72-81-A21 SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE S.83'24'50"W., ALONG A A 55�? N 2178371.2 LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1, n m -- " -� _ O�I '� E 375348,2 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE o 'I I ---- Z OF OCEAN BOULEVARD; THENCE N.05'54'10"W., ALONG SAID EASTERLY RIGHT-OF-WAYL INE -- -- r I OF OCEAN BOULEVARD, A DISTANCE OF 13.00 FEET TO THE POINT OF BEGINNING. LOT 3o < --- ---- ` LOT 00 rn T 1 .. __. - Ln Q P I �n Ln_ -- - �__ .__ N I a r Z Z �l rFT-- Q -- I 1 1 _ TELEPHONE I ANGLE IPL7INT -..._.7 CABLE TVI --1 RISER m 50 z - I ; BENCHMARK USED 35 .R.8A2 NT NO.2-1_1 LIGHT POLE -- " - ELE TION=12 37(NGVD 1 2 IRON -'- - FOUND" "t0a8" PIPE.4.41 g _ W (FIELD) •1 /\ 1 A T /•' r t1 r r11 A A 1 1 A 1 /'\ �' _ '` V I IN I Ur t5 t U I IN IN I IN U __._ ___.. _.- G, 'ARCEL TWO AA _ » 132.06 WOOD �� 3.5' L_ NOS, �. , `^' P ST CONCRETE SOUTHWEST CORNER LOT 1WS83.24 5 v t 50,) wOSD _-- --�� PowER POLE1�'1 EVENTER 0 ( POS? (` TER METER _F,�� 4 DHE S$3'24'SD"W 1- ED IN OFF1ClAFOUND 1/2" _ a pHE C E E FOUND NAIL &" 15,00 L- RECQ3672 O PERPE UAL EASEMENT S R AGE 1518PIPE, "L8 DISC, LB RECORDS 800 STREET CLO QED pHE �4 [ WOOD POST POWER POLESANITARY sewER t RIGHT^OF-WAY I (THIS ORTtON OF AHOF ATLANTIC 'EACH) CONCRETE F AHERN STREET 57' CIPORTION BEACH) 13 Q4, OBOTT ELEVATION ELEV O T WITHwooD POST (THIS CITY OF ATLANTIC f IRON -n O , s AGREEMEN TWIT ( TO IRON) BOTTOM OF BOX ELEVATION=8.67UNDERGROUND GAS LINE Ip GREEMEN (ABANDONED) O1 `�� ?/SID NKAT R vALVE 8Y �� ?JZ•22 (') �I N06'06'37"W 17.$1' (FIELD) z AS ALT `\�� am©383'4 '15"Wf 5 5,2r FIELD .55f ____ CO! -E 11 U1JOHN J. AHERN MARKERSTOP SIGN SB, 50 (� [ 1 ` N05054'1 0" W r p H g 1� lJ �f Jv •""� FOUND N (72 ))F� ►LD) �5� UNABULF RB TOACE (FIELD) H 1L'. ' \ T �j'� �/ .^" J DISC. LB 3672" 4f 50 VV SET883'24'51"W ( FOUND NAIL &DISC f IR C� �1� (FORMERLY PLUM STREE ) "LB 3672"� 1 8.00 Z �j� °�v °', r+ -y GRASS FOUND ��B"3672" �J�S°,.- N05'S4'10"� FIRE HYDRANT �ti13 �� ,�0�. PIPE, STUCCO WALL J T ,� 3.0(� , F, LD) 67,14 GENERATOR PADS T T "'t �Tt' .86' (' f ° 4'50'E I -- T":I N 2178317,1 (FIELD) 1 50•Q0 RETE BOX 1'10' W 11 N83 2 1_STOrO MASONRY �� - LT r VALVE 112.90 . �� 1 ' W WATER 883'2 N 360 sG• E 374953,7 583'2 e56' 54ff W CLOSE a ° < °.... ° ff \ 4 co F' -7 -r -T SET MAGNATE & �r _ r FOUND NAIL & DISC S83 2q PORTION 0 RN STREET b a 883°2�f 50 W DISK, L93672 " _ L6 3672 V THIS OF ATLANTIC B ° I a o RAMP F}ELD _�� o ' METAL. LID (63.3G') S05'54'46 Ef 0" �---^_. P pTQ 1gt66a5„ v a ° ; 6 WATER 805 cJ� a n 4 33,4+ '' `J' D 'WATER METER TEFL N =J 18.00 0 '. a:zT 1� _ r' PREVEN 137.3' IV ' 4. ��_ BACKFLOW ENCLOSURE 0 9 I. - s -i { WOOD POST e , 150'00' O . O O '/ W °', °', ` d 0.9 WOOD POWER POLL 0,2' f J © Q ° ` J t �- WITH DOWN GU _ N IAL & DIS ° 5 O " a4 J 4 °' a °' e d' ' + 12.8'12.71.0' ,. FovND Ng3 2 I o, HC © ,.o' 12,6'j -T- _e (LB 3672) • # l l -. C 5- _! _ _ ' ° • a 1.0 12.6' 1.0' 12 7' 22.6 _ POINT 0 F BEGIN N G -T 71 -_- _ ---- �� G ° 12.6' 1.0° , 2.6' 1.0' 1 511. _..LIGHT POLE I 1,°' P O? PARCEL ONE _ _ _ �47,Sr> 39.8' 41 - (NORTHWEST _ 4 (NORTHWEST CORNER LOT 11)=i -- _._ _- ,.r u? _I..-- --- — _� - - I ��L i1 � FiCa � 1.1' LOT 8 ....--^`` r � o r ,-�•- � 1.i��_r.1: I.... p'_ _ I � v 00 _ -' LOT o (� c .:: r .� 7�. _ 9 _. N.___._ HCa 0 144.3' 8 2' �— Z 1,0', 17 r - v o r 1 ^ m rl N, 1.0 of o l I DING v �1 -- --- > a N R OTEL BU L X p+ rn Z1 � / o 1: 0_1 _- ._— -.I.__.-----..._ - x rn MASO Y H 7 ,-r ; , ° � �_ LOT 9 8.2' �, 9 STORY N O \' . HG o , o LOT 11 _ Q N o rQ q P TZT'rTl T----T-'I-'- A-1- - _i r. _ ..� 4.7 J. C N --I-•-. / - LANDSCAPE -"" CA 10 7 a _ _LOT LOT 6 159.7' 70 m co 4 HC U% G7 o �4 >y 2 a �t 146 m O a `15.2' 4C5 __70 2.7' 6 � Co <v 0 LIGHT POLE r iT _ .. -_ ". I {} LOT 1O i - r i < O 0�s< " Z 0 R, -- tK- D{ Qjrq C�j �J iC7 W /LIGHT POLE � GJ _T, ` `- CITY OF ATLANTIC BEACH1 r - ._Z; 1 �� C, ��` •____�_.__ - �^ {.� -- BY THE No. 72-2'__ ��-I-, Y _ 1 1 1 0 ALLEY ABANDONED BY RESOLUTION , 19 1: Z 1 1. Z - o : �_�. `!_ LOT_ 6_---- ° 10 JANUARY 10, 72 �� rr ,- 8 _ -- o _ i=; 9 �� , 1--:l i%,1 r _ ..� �`, 1 i --_.. s' 4.0' cn - ------ LOT 5 - - .�..- r.... i r... . r �_ r _.1_ r-L� (y v •- i I. 1 Z 1.� sy Z-mC. 1,-�..� r r , N 6 21.2' --_ — p� Y�-'-r-'--t -T_ Z ''--r--.�_.i.._r.1 r._�.......;� _` 1._ d• o ° .° uj EL BOX ° o LOT 3 -I -: 1 L-' 171' -- -r 1:� i . ,-i_ a, o G� FOUNTAIN `LOT 1 I-- T o _ .., 1 P I 0 z r�1_ _ ,.z .:� = _ LOT 5------ �' ° - r. ;-1-- -- LOT 4 1�I 11 { - w vxT'-r-"^�"�i_ 41 37.0' �` _ �a - y y - r �-� 8 2 0 7 - CATCH BAST 1'7 S ~�✓ O -_- r .,_' �_.._- -_ �. .1 ° 3. 3+ 1 _?_t- , T (_. r - L 0' t 6 D DROP INLET I ,,�..._.�... �r '� • 2 �s OCA _x -= -,- ���_. T 30 _ N 2178104.5 : -_ 3 �' I _ _1_ 1 a _ 1` -�, I _ S{_ _ E 374975.6 6�',i • 29 "i -r ; _ -1.�-` r- r r T r r r r -r--r Ni 1 f FOUND NAIL & DISK _ , 3 DROP INLET _ (LB 3672) ELE TRIC`,... O , �Fj I +.?_t T�I_ �]�_1 �iT r MET R \ 9 , ' F<OJ I (N89'23'42"E 156.52' FIELD) --T --- e ' - ', r , , 1 v �r- S rI r� r i ff f �J._-_J_(-� 3 ,�Y.'( ... �T 'r -"i" r ; 1 7,, T ' r ".T.� T"'7'J"S� _•�._1.._ 156.53 1 Pc 700 T ^ - r - , Mall.. CURB INLET N89-24 50 E r -Y- _r- �_ r ._ �� ;. GUTTER --FOUND �_. `"'L _ r' i�iT -T-7 � NAIL & PLATES -r-r _LIG T POLE r FOUND NAI & CONCRETE P A L 1 M TUR E E S & & S H R U B S w,_- �_ _-_. )•,�� - '� MASONRY WALL C2\ PLANTER �'"'_'T".-1'1�`I-.`T-'-T.-1�.;'l.�-I-'�'T,�--_�---'•-r-' -r- *-' -- 7--r-•� ._ - T - _ 1 ,- 7 - r PLATE, (L8�45) - - FOUND 1/2" IRON r TZ� -r ` L-r--'-1--�,--•�•T-- -r � -r - �-,-�-.•-�-r-- - - - - --�---- - -- - - - -- - - �___.T.--� -•7-T--1-�•� - PIPE. 36 2) _ _7 I _ L r r rr • _ �r.}._ �_;�. r ,N B R C K W A L K -- r- r '-- _r 'f c - 1 BRICK -T-:..-- �• --- -! L r-' �l `__ ` 7-7' -- -- r - i .._�._ .LJ.r r _1 r --r- •.-=-r---- -r--- ---r -,-�-�-I F LINE _-r--•,-1-rr - �- ii FORMER R GHT 0 -WAY LIGHT - CROSS WALK L � �.-r.• -, 7 CONCRETE TRAFFIC POLE 18" CURB & ��. GUTTER }� 't'AY1`r -T ; 4 70 A N89 24'50'E iT� I r Y_-1---` M� j TRAN RMER PAD I \ ��v 226.20 PLANTER N$9 25 23 E (FIE o N89'24 50 E c^Qy PLANTERS -- N89°24'50"E " tiTFR r4FsA �ANTIAOri MEDIAN - PLANTER 1� T I-'. �'�-`'L OUND "X" CUT MASONRY WALL PLANT 3' WO RAIL T�.__J T - 7_I.1 0 FOUN (1/2., IRON D r PIPE. LB 3672 r FOUND NAIL & DISC -_LT ! f; 17::17 --- -ter n (LB 3672) N 89 °24 0"E :TT ^ .�, Zo_ 10._ 1 S02'00'09"W 4,36' (FIELD) N$9'24'S7"E (TEED) 70 so0°35'10"E �] _ * �...�+_j PLANTER '_.'_.:_.r'W` ����T J 4.00' CATCH BASIN -r�'V` -� -� A S P H A L i- �;_ r 7 �� z- I- N88'36'43"E 26,24 (FIELD) N 89 24'50"E 26.04 NOTES; 1. THIS IS A BOUNDARY AND TOP❑GRAPHIC SURVEY, 2• NO BUILDING RESTRICTION LINE PER PLAT, 3, SITE BENCHMARK: , AS SHOWN, ELEV,=11,62 (NAVD 88), 4. ONLY ABOVE GROUND INDICATORS FOR UNDERGROUND UTILITIES LOCATED BY THIS SURVEY UNLESS SHOWN OTHERWISE. 5' THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 'X' AND "A❑' DEPTH 2 FEET BY FLOOD MAPS REVISED APRIL 17, 1989, COMMUNITY PANEL NO, 120075 001D' 6. THERE ARE 106 REGULAR AND 7 HANDICAPPED PARKING SPACES IN PARCEL ONE, 106 REGULAR AND 0 HANDICAPPED PARKING SPACES IN PARCEL TWO 7, THE ORIGINAL STREET LINES SHOWN HEREON WERE ESTABLISHED FROM A MAP PREPARED BY I.R. WELLINGTON, SEPTEMBER 29, 1937 AND APPROVED BY THE TOWN OF ATLANTIC BEACH, OCTOBER 5, 1937' 8, BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BEACH AVENUE AS BEING+ S06.35'10'E, 9. BEARINGS SHOWN THUS (S06°26'53"W) ARE BASED ON COASTAL CONSTRUCTION CONTROL LINES AS ESTABLISHED BY MAP BOOK `C', PAGES 72 THROUGH 72H, 10, THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA WAS ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL COUNTY BY FLORIDA STATUTES CHAPTER 161'191. 11, MEAN HIGH WATER ELEVATION = 2,10 (N.A.V.D. 1988) AND MEAN LOW WATER ELEVATION = -2,98 (N.A.V.D, 1988), TIDE RANGE _ 5.07 AS PER TIDE STATION NUMBER; 872-0291, FROM THE INTERACTIVE WATER BOUNDARY MAP, AS PER LABINS.DRG WEBSITE, SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33,002(45), FLORIDA ADMINISTRATIVE CODE, MHW + (1,5 X ter♦ -I in r1 C V C Cl -7\ n'71 /AI A \/ n 1nnCM D.N.R. MONUMENT NO. 72-81-A21 N 2178294.6 E 374901.4 ENCROACHMENTS AS TO PARCEL ONE: 1, WOOD DECK IS OVER THE EAST LINE NEAR THE SOUTHEAST CORNER OF LANDS. 2. CONCRETE CURB AT NORTHWEST END OF PARKING AREA IS I., 1ST STREET N FFE DENDTES FINISH FLDDR ELEVATIDN PT DENDTES PRINT DF TANGENCY NT DENOTES NDN -TANGENT PC DENDTES POINT DF CURVATURE OHE DENDTES 777 CONC, DENDTES CDNCRETE ELEC. DENDTES ELECTRIC PARCEL ONE.................101,461.8 z - I PARCEL TWO.................34,963.2 SQ.FT, Cn 0.80 AC,± D z < mk A -1-A ATLANTIC BLVD C.R.2 C.R.10cJ f D C7 I z l`. r (n s I X) , O m m -I ��l' /Y{/� z m 71 V I C I N I T Y M A P GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND: FFE DENDTES FINISH FLDDR ELEVATIDN PT DENDTES PRINT DF TANGENCY NT DENOTES NDN -TANGENT PC DENDTES POINT DF CURVATURE OHE DENDTES DVERHEAD ELECTRIC LINES CONC, DENDTES CDNCRETE ELEC. DENDTES ELECTRIC PARCEL ONE.................101,461.8 SQ,FT. 2,33 AC,± PARCEL TWO.................34,963.2 SQ.FT, 0.80 AC,± r A� THE UNDERSIGNED HEREBY CERTIFIES, AS OF JULY 3, 2008, TO ASHFORD HOSPITALITY TRUST, INC,; AND ASHFORD ATLANTIC BEACH, LP THAT HE IS A DULY REGISTERED LAND SURVAYOR OF THE STATE OF FLORIDA; THAT THIS PLAT OF SURVEY IS MADE AT LEAST IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY SAID STATE A /-� FOR SURVEYS AND LAND SURVEYORS AND WITH THE MINIMUM DETAIL . T L A N T I (_,. REQUIREMENTS FOR LAND TITLE SURVEYS AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND RIGHT-OF-WAY WIDTH VAR MAPPING; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL COUNTY ROAD NO. 2 BUILDINGS, STUCTURES AND OTHER IMOROVEMENTS SITUATED ON THE SUBJECY PREMISIS; AND THAT, EXCEPT AS SHOWN, THERE ARE NO VISIBLE 's EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISIS OR ANY OTHER EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED, NO PARTY WALLS, NO ENCROACHMENTS ONTO ADJOINING PREMISIS, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS ONTO SAID PREMISIS ANGLE POINT OPPOSITE R-53 BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISIS. CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA FIELD Cl 18,50' 24,53' 14.44' 22.77' S52'36'25"E 75'57'31" S52'35'27"E C2 63,68' 52.21' 27.67' 50,76' S68'24'32"E 46'58'08" S58'12'17"E 50.56' LEGEND: FFE DENOTES FINISH FLOOR ELEVATION PT DENOTES POINT OF TANGENCY NT- DENOTfS NON-TANGEN-T�-- PC DENOTES POINT OF CURVATURE OHE DENOTES OVERHEAD ELECTRIC LINES CONC. DENOTES CONCRETE ELEC. DENOTES ELECTRIC PARCEL ONE.................101,461.8 SQ.FT. � Cx/ 2.33 AC.± PARCEL TWO.................34,963.2 SQ.FT, 0.80 AC.± SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE 5.83'24'50"W., ALONG A LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1, 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD; THENCE N.05'54'10"W„ ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF 13,00 FEET TO THE POINT OF BEGINNING, GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 20 ft. m 1ST STREET N 0 Z RAIL FENCE r � 120.54 z f. PDI N T NET 38 SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE 5.83'24'50"W., ALONG A LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1, 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD; THENCE N.05'54'10"W„ ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF 13,00 FEET TO THE POINT OF BEGINNING, GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 20 ft. m 1ST STREET N 0 RAIL FENCE _34. x / x/\12,3 __. D 120.54 z f. o ` At1E� FOUND 1/2' IRON PIPE W r- � Cx/ (LB 3672) %s'..:/ z A -1-A ATLANTIC BLVD. C R.2 C.R.10 w .' a7 �. D I t.1 z 0 -i yto e", m p� W Cu ` C�� D z CQ m z z 3 . m m Y M A P V I C I N I T BENCHMARK USED D.N.R. MONUMENT Z NO. 2-81-A21 0 ELE TION-11.27(NAVD 88) p ELE TION=12.37 NGVD 29 W -IN co0 42' "W (FIEL D) cD o N04, 42' 12 W x (m . ^ 4 I 1x0.9 I U. 1 g I DED IN OfFICIA � 'X 1.9 . RE 1518 m 3.0 ' \ 645, AGE ED STREET CLD Co 4.112 HE EACH) � I IT OF ATLANTIC i \ \ / , 1 1 I 5,0 1 \ ALK ---- "- rn i 9.3 7.7 I I FUND NAIL &DISC \ \ X11.5 x 10.7\ I I I 1 S1p \ CONCRETE ( B 3572) I -' FIELD) GRASS LKh1EAD X9.8 \ I (72.18 w w Co 0 ."72.16 ,I_. ,0.38,4Z)B 3.24 50 1 I 1 1 1 I ( I UCCO WALL ,ERATOR PADS yrf , ItCl CONCRETE LID \ I r I I i..- i._r -� E I 1 \ I m I I I I I \ xa.3 --= - 1 I I X0.9 4' _ �6I I X2.3 2.8 I x 1.8 I 9 IX3. ,L, -`--' r I I I I I I I I 1 7_i_ _ o9, - Z I I 8I 7 X7.0 I 4.9 \ T. - m' I ` X9.1 X �.8 I 11. 9g13 \ I I i U --1- - zz - I X 8.4 z cn ' _: :�� 't _ -1, - -0 10.5 I I / \ \ I I \ I 1 I I I --- 1 �� 1 I \ 1 1 1 9 I ml 4.9 1 I / o '_T�'-,-r _-� Lr-`- I \ I ' I I _ \ I o , z X0.5 4,6 _`�` V.yy Q rZn / / 1 \ 1 , \ I 1 x1,2 I 1:0'= r'- W I / / , 1\ \ 1 \ 1 I X 3,2 X I /X 5.4 1 00 Lo3 0 l I / / 1 19. 8. I 1 I a I I ;:o' ; Zn I x11,1} X113. � X9.5 x9.1 I I 1111 I i I = 2 4 _- _ 1 o \ I I 1 I I I I D C I I 1 I I I r 1 0 0 4y7 �--� r STEPS GATE W D WALK 1 1 I I1 \ \\ 1 \ I I I I I 1 IX1 0.9 90 4.5 X1,8 X3.6 x2,7 IX 4.8 1 1 1'2 1 1 I EROSION CONTROL \LINE\ I I 11 I I I I I 6,8 _ _� I PLAT BOOK 35, PAGES T9 -59B X11,9 I , IX ,4 I - 11,2I x-9,0 ` X9.11' 1 1 I I I I I 1 1 -- �. r•� 1 I 1 I \ 1 I 1 I I I 1 1 '► I I / IIII 11\\ \\ 1 1 I 1 r �-, ` x0.8 •T \ 1 1 I I 1 I ,I I lo/ IIII 1\\\� I I \X2.8 X1.9 - I I � I IIII \ \ \ ` \ 1 I I � x4.8 X3,7 \ \ I j T I I I N 11 1 1 9,2 I7.0 I 1 1 \ \ I I 1N1 Ill I\\\ 1 t 110,3 I I I 1 1 1 (x15.8 l�.11 I I I I I I I \ \ 1 1 X8.2 xI8.7 X11.6 I I I I I I \ 1 1 ill � I I X1.2 X2.3 I I X3.4 / X4.3 160.0' J 1.2rn r -II ANGLEI PDlk7 MEI �7 V I I I 5 S.o to 4.4 0 -r - \ � x15.2 I I I I I I r -r-rJ_ - 70.8 _. ,L { _ _ ; ,_1_, X 8/9 / X 9.I2 I I I I 14.5 -/ N 89'240"E _LD) N89'24'57' E (IELD) __r, _r__. _r-_ 1\2" IRON PIPE RECLgRF� �I (LB 6645) I j ifL X- r �.I �101'S '12"W 34.55' (f�ELD) r tNITH�CIIYJI I 02°18'r) mi 1 I NOTES: 1, THIS IS A BOUNDARY AND TOP❑GRAPHIC SURVEY, 2. NO BUILDING RESTRICTION LINE PER PLAT, 3. SITE BENCHMARK; , AS SHOWN, ELEV,=11,62 (NAVD 88). 4. ONLY ABOVE GROUND INDICATORS FOR UNDERGROUND UTILITIES LOCATED BY THIS SURVEY UNLESS SHOWN OTHERWISE. 5, THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 'X' AND 'AO' DEPTH 2 FEET BY FLOOD MAPS REVISED APRIL 17, 1989, COMMUNITY PANEL NO, 120075 001D, 6. THERE ARE 106 REGULAR AND 7 HANDICAPPED PARKING SPACES IN PARCEL ONE, 106 REGULAR AND 0 HANDICAPPED PARKING SPACES IN PARCEL TWO 7. THE ORIGINAL STREET LINES SHOWN HEREON WERE ESTABLISHED FROM A MAP PREPARED BY I.R, WELLINGTON, SEPTEMBER 29, 1937 AND APPROVED BY THE TOWN OF ATLANTIC BEACH, OCTOBER 5, 1937, 8. BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BEACH AVENUE AS BEING: S06°35'10'E, 9, BEARINGS SHOWN THUS (S06°26'53'W) ARE BASED ON COASTAL CONSTRUCTION CONTROL LINES AS ESTABLISHED BY MAP BOOK 'C', PAGES 72 THROUGH 72H. 10. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA WAS ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL COUNTY BY FLORIDA STATUTES CHAPTER 161.191, 11, MEAN HIGH WATER ELEVATION = 2.10 (N,A,V,D. 1988) AND MEAN LOW WATER ELEVATION = -2.98 (N,A.V.D. 1988), TIDE RANGE _ 5.07 AS PER TIDE STATION NUMBER: 872-0291, FROM THE INTERACTIVE WATER BOUNDARY MAP, AS PER LABINS.ORG WEBSITE, SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33,002<45), FLORIDA ADMINISTRATIVE CODE, MHW + <1.5 X Trnr MAKIr-i-1 7 1n (1 az y C (171 O 71 (AI A \/ T) 10001 1 1 �4-Q 3.1 7x1.9 ENCROACHMENTS AS TO PARCEL ONE: 1, WOOD DECK IS OVER THE EAST LINE NEAR THE SOUTHEAST CORNER OF LANDS. 2. CONCRETE CURB AT NORTHWEST END OF PARKING AREA IS ' X 0.3 X 0.2 i / X X-0.1 -0.3 I I 1 I I X 0.3 i 1 X0.5 NtGIJ I LNtU LANU SUNVtTVN NU 1/9, UN 5EF' I EMULN 29, 1937, EXAMINED AND APPROVED BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK,"; THENCE S,05'54'10"E„ ALONG THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE FOLLOWING EIGHT COURSES: 1) S,62'27'04"E. A DISTANCE OF 29.18 FEET; 2) N.89'24'50"E, A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.68'24'32"E. AND A CHORD DISTANCE OF 50,76 FEET TO A NON -TANGENT END OF SAID CURVE; 4) N.89'24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS ESTABLISHED BY THE AFOREMENTIONED I. R. WELLINGTON SURVEY, A DISTANCE OF 7.10 -FEET TO A -POINT ON A CURVE -CONCAVE --NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET-, 5) SOUTHEASTERLY ALONG THE ARC .OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.52'36'25"E. AND A CHORD DISTANCE OF 22.77 FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89'24'50"E. A DISTANCE OF 26.04 FEET; 7) S.00'35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89'24'50"E. A DISTANCE OF 120.54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N.02'18'03"W., ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34,17 FEET TO ANGLE POINT NO. 37; THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04'38'30"W, A DISTANCE OF 254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET; THENCE S,83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET, A DISTANCE OF 72,16 FEET TO A RECENTLY CREATED JOG IN SAID RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING THREE COURSES: 1) N.04'42'12"W. A DISTANCE OF 10.15 FEET; 2) S.83'24'50"W. A DISTANCE OF 50,55 FEET; 3) S.52'28'26"W. A DISTANCE OF 19,73 FEET TO A POINT ON THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE S.83'24'50"W, A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID RIGHT-OF-WAY LINE; THENCE N,05'54'10"W. A DISTANCE OF 18.00 FEET; THENCE S.83'24'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET, A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD; THENCE S.05'54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 18,00 FEET TO THE POINT OF BEGINNING, X-0.5 X -0.4 X-0.1 \ \ -3,1 IX X-1.2 X-�,8 I I I I I i i ( I I I I I I I I IX -3.1 X-1.3 X-1 8 X-0.6 X-0.71 I 1 I I 1 I Q I I W I I I W 1 1 I m I I X-3.2 U X-0.6 I X-1.1 X-1.8 a 1 • I m I f I z . w tz I 1 � D I I Co I I I I I I X-0.7 X-1.2 I \ i 1 I \ I \ I I \ I 1 1 1 x- 9 X -1. '1 X-0,4 X0.9 .1 I I I I � j N I I I X- I.0 I x x.811.8 X-0.3 I I I I I 1 I I 1 t I I I ! I I I I I I 1 1 I I X-0.2 X-0� x='r8 X-2,9 I o, THE UNDERSIGNED HEREBY CERTIFIES, AS OF JULY 3, 2008, TO ASHFORD HOSPITALITY TRUST, INC.; AND ASHFORD ATLANTIC BEACH, LP THAT HE IS A DULY REGISTERED LAND SURVAYOR OF THE STATE OF FLORIDA; THAT THIS PLAT OF SURVEY IS MADE AT LEAST IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY SAID STATE FOR SURVEYS AND LAND SURVEYORS AND WITH THE MINIMUM DETAIL REQUIREMENTS FOR LAND TITLE SURVEYS AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STUCTURES AND OTHER IMOROVEMENTS SITUATED ON THE SUBJECY PREMISIS; AND THAT, EXCEPT AS SHOWN, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISIS OR ANY OTHER EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED, NO PARTY WALLS, NO ENCROACHMENTS ONTO ADJOINING PREMISIS, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS ONTO SAID PREMISIS BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISIS. 17; RAIL FENCE _34. x / x/\12,3 __. ...--- J`Cj12.� X 8.7 X 1 9.7 l � % 6.5 I 120.54 FOUND 1/2' IRON PIPE -z' CL ERGSIDN CONTROL LINE (LB 3672) ID _ W PLAT BOOK 35, PAGES 59-59B �a In r> co v-. q 3 z ow �- p� W Cu z CQ ANGLE PDINT ND, 36 z 3 W NOTES: 1, THIS IS A BOUNDARY AND TOP❑GRAPHIC SURVEY, 2. NO BUILDING RESTRICTION LINE PER PLAT, 3. SITE BENCHMARK; , AS SHOWN, ELEV,=11,62 (NAVD 88). 4. ONLY ABOVE GROUND INDICATORS FOR UNDERGROUND UTILITIES LOCATED BY THIS SURVEY UNLESS SHOWN OTHERWISE. 5, THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 'X' AND 'AO' DEPTH 2 FEET BY FLOOD MAPS REVISED APRIL 17, 1989, COMMUNITY PANEL NO, 120075 001D, 6. THERE ARE 106 REGULAR AND 7 HANDICAPPED PARKING SPACES IN PARCEL ONE, 106 REGULAR AND 0 HANDICAPPED PARKING SPACES IN PARCEL TWO 7. THE ORIGINAL STREET LINES SHOWN HEREON WERE ESTABLISHED FROM A MAP PREPARED BY I.R, WELLINGTON, SEPTEMBER 29, 1937 AND APPROVED BY THE TOWN OF ATLANTIC BEACH, OCTOBER 5, 1937, 8. BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BEACH AVENUE AS BEING: S06°35'10'E, 9, BEARINGS SHOWN THUS (S06°26'53'W) ARE BASED ON COASTAL CONSTRUCTION CONTROL LINES AS ESTABLISHED BY MAP BOOK 'C', PAGES 72 THROUGH 72H. 10. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA WAS ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL COUNTY BY FLORIDA STATUTES CHAPTER 161.191, 11, MEAN HIGH WATER ELEVATION = 2.10 (N,A,V,D. 1988) AND MEAN LOW WATER ELEVATION = -2.98 (N,A.V.D. 1988), TIDE RANGE _ 5.07 AS PER TIDE STATION NUMBER: 872-0291, FROM THE INTERACTIVE WATER BOUNDARY MAP, AS PER LABINS.ORG WEBSITE, SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33,002<45), FLORIDA ADMINISTRATIVE CODE, MHW + <1.5 X Trnr MAKIr-i-1 7 1n (1 az y C (171 O 71 (AI A \/ T) 10001 1 1 �4-Q 3.1 7x1.9 ENCROACHMENTS AS TO PARCEL ONE: 1, WOOD DECK IS OVER THE EAST LINE NEAR THE SOUTHEAST CORNER OF LANDS. 2. CONCRETE CURB AT NORTHWEST END OF PARKING AREA IS ' X 0.3 X 0.2 i / X X-0.1 -0.3 I I 1 I I X 0.3 i 1 X0.5 NtGIJ I LNtU LANU SUNVtTVN NU 1/9, UN 5EF' I EMULN 29, 1937, EXAMINED AND APPROVED BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK,"; THENCE S,05'54'10"E„ ALONG THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE FOLLOWING EIGHT COURSES: 1) S,62'27'04"E. A DISTANCE OF 29.18 FEET; 2) N.89'24'50"E, A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.68'24'32"E. AND A CHORD DISTANCE OF 50,76 FEET TO A NON -TANGENT END OF SAID CURVE; 4) N.89'24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS ESTABLISHED BY THE AFOREMENTIONED I. R. WELLINGTON SURVEY, A DISTANCE OF 7.10 -FEET TO A -POINT ON A CURVE -CONCAVE --NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET-, 5) SOUTHEASTERLY ALONG THE ARC .OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.52'36'25"E. AND A CHORD DISTANCE OF 22.77 FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89'24'50"E. A DISTANCE OF 26.04 FEET; 7) S.00'35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89'24'50"E. A DISTANCE OF 120.54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N.02'18'03"W., ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34,17 FEET TO ANGLE POINT NO. 37; THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04'38'30"W, A DISTANCE OF 254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET; THENCE S,83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET, A DISTANCE OF 72,16 FEET TO A RECENTLY CREATED JOG IN SAID RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING THREE COURSES: 1) N.04'42'12"W. A DISTANCE OF 10.15 FEET; 2) S.83'24'50"W. A DISTANCE OF 50,55 FEET; 3) S.52'28'26"W. A DISTANCE OF 19,73 FEET TO A POINT ON THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE S.83'24'50"W, A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID RIGHT-OF-WAY LINE; THENCE N,05'54'10"W. A DISTANCE OF 18.00 FEET; THENCE S.83'24'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN STREET, A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD; THENCE S.05'54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 18,00 FEET TO THE POINT OF BEGINNING, X-0.5 X -0.4 X-0.1 \ \ -3,1 IX X-1.2 X-�,8 I I I I I i i ( I I I I I I I I IX -3.1 X-1.3 X-1 8 X-0.6 X-0.71 I 1 I I 1 I Q I I W I I I W 1 1 I m I I X-3.2 U X-0.6 I X-1.1 X-1.8 a 1 • I m I f I z . w tz I 1 � D I I Co I I I I I I X-0.7 X-1.2 I \ i 1 I \ I \ I I \ I 1 1 1 x- 9 X -1. '1 X-0,4 X0.9 .1 I I I I � j N I I I X- I.0 I x x.811.8 X-0.3 I I I I I 1 I I 1 t I I I ! I I I I I I 1 1 I I X-0.2 X-0� x='r8 X-2,9 I o, THE UNDERSIGNED HEREBY CERTIFIES, AS OF JULY 3, 2008, TO ASHFORD HOSPITALITY TRUST, INC.; AND ASHFORD ATLANTIC BEACH, LP THAT HE IS A DULY REGISTERED LAND SURVAYOR OF THE STATE OF FLORIDA; THAT THIS PLAT OF SURVEY IS MADE AT LEAST IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY SAID STATE FOR SURVEYS AND LAND SURVEYORS AND WITH THE MINIMUM DETAIL REQUIREMENTS FOR LAND TITLE SURVEYS AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STUCTURES AND OTHER IMOROVEMENTS SITUATED ON THE SUBJECY PREMISIS; AND THAT, EXCEPT AS SHOWN, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISIS OR ANY OTHER EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED, NO PARTY WALLS, NO ENCROACHMENTS ONTO ADJOINING PREMISIS, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS ONTO SAID PREMISIS BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISIS.